Investigation of the behavior of conventional reinforced coupling beams

dc.contributor.author	Bhunia, Dipendu
dc.date.accessioned	2022-12-16T02:57:17Z
dc.date.available	2022-12-16T02:57:17Z
dc.date.issued	2013
dc.description.abstract	Coupled shear walls consist of two shear walls connected intermittently by beams along the height. The behavior of coupled shear walls is mainly governed by the coupling beams. The coupling beams are designed for ductile inelastic behavior in order to dissipate energy. The base of the shear walls may be designed for elastic or ductile inelastic behavior. The amount of energy dissipation depends on the yield moment capacity and plastic rotation capacity of the coupling beams. In this paper, an analytical model of the coupling beam has been developed to calculate the rotations and moment capacities of coupling beams with conventional reinforcement.	en_US
dc.identifier.uri	https://www.dl.begellhouse.com/journals/36ff4a142dec9609,187dae185ae729e9,2d72decb6cb97014.html
dc.identifier.uri	http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/7882
dc.language.iso	en	en_US
dc.publisher	Begell House	en_US
dc.subject	Civil Engineering	en_US
dc.subject	Design studies	en_US
dc.subject	Computational model(s)	en_US
dc.subject	Case study/studies	en_US
dc.subject	Coupling beam	en_US
dc.title	Investigation of the behavior of conventional reinforced coupling beams	en_US
dc.type	Article	en_US

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